272
Subject
Index
Out-of-kilter algorithm (OKA) (cont.)
general operational policy (O.P.) problem solution, 102-103
labeling procedure, 90-93
nonbreakthrough, 93
notation of, 85
O.P. problem of the MD river basin,
solution of, 116-117, 123-126
possible arc states, 88-90
scanned nodes, 93
simple network problem solution, 94102
source and sink nodes, use of, 112, 114
Ρ
Penalty function, 137
Planning of water resources systems, see
also
Optimization
techniques,
Simulation,
Water
resources
development
activities, in, 13, 15-16
advantages of sensitivity analysis, 130133
operation of systems and, 14
multipurpose multiunit, 8
review of previous work in, 34-37
social factors, 29
water quality, 143-144
Present value of benefits and costs, 33, 41
Profit maximization function, see Objective function
R
Recreation, see also Constraints, recreation
benefits, calculation of, 49, 63
Reservoir capacity
capital cost relationship, 31, 63
as decision variable, 40-41, 43-44
demands in the MD river basin system,
114
for period-to-period storage, 110-111,
116-117
relationship to dam height, 48
surface area relationship, 50
S
Screening (suboptimization) techniques,
34, 36. 67-68
Secondary benefits, 32
Sensitivity analysis
advantages in water resources planning,
130-133
MD river basin system, 136-138
Sensitivity coefficients, see Linear programming, dual problem
Sensitivity functions, single and multiparameter, 133-134
Shadow prices, see Linear programming,
dual problem
Simulation, see also Stochastic analysis of
water resources system
comparison with optimization techniques, 15
examples in water resources management problems, 14
general format, 14-15
in planning of water resources systems,
139
Stochastic analysis of water resources
system, 139-141
Streamflows
generation of synthetic, 139
runoff data sources, 57-58, 59
use of monthly, 39
Streamflows, historical, see Hydrology,
data sources of inflow
System formed by physical components of
river basin, 10
Systems analysis
adaptive, 11
approach to water resources management, 9-16
goals of, 12
mathematical models in, 9, 11
multipurpose development, 14
operation of water resources systems, 14
phases of, 11
planning of water resources systems, 13
Τ
Tennessee Valley Authority (TVA), 8
Texas water system
network flow diagram of, 4
optimal planning, 34, 36, 67-68
projected supply-demand relationships,
4
schematic diagram of, 3
Subject
Index
Out-of-kilter algorithm (OKA) (cont.)
general operational policy (O.P.) problem solution, 102-103
labeling procedure, 90-93
nonbreakthrough, 93
notation of, 85
O.P. problem of the MD river basin,
solution of, 116-117, 123-126
possible arc states, 88-90
scanned nodes, 93
simple network problem solution, 94102
source and sink nodes, use of, 112, 114
Ρ
Penalty function, 137
Planning of water resources systems, see
also
Optimization
techniques,
Simulation,
Water
resources
development
activities, in, 13, 15-16
advantages of sensitivity analysis, 130133
operation of systems and, 14
multipurpose multiunit, 8
review of previous work in, 34-37
social factors, 29
water quality, 143-144
Present value of benefits and costs, 33, 41
Profit maximization function, see Objective function
R
Recreation, see also Constraints, recreation
benefits, calculation of, 49, 63
Reservoir capacity
capital cost relationship, 31, 63
as decision variable, 40-41, 43-44
demands in the MD river basin system,
114
for period-to-period storage, 110-111,
116-117
relationship to dam height, 48
surface area relationship, 50
S
Screening (suboptimization) techniques,
34, 36. 67-68
Secondary benefits, 32
Sensitivity analysis
advantages in water resources planning,
130-133
MD river basin system, 136-138
Sensitivity coefficients, see Linear programming, dual problem
Sensitivity functions, single and multiparameter, 133-134
Shadow prices, see Linear programming,
dual problem
Simulation, see also Stochastic analysis of
water resources system
comparison with optimization techniques, 15
examples in water resources management problems, 14
general format, 14-15
in planning of water resources systems,
139
Stochastic analysis of water resources
system, 139-141
Streamflows
generation of synthetic, 139
runoff data sources, 57-58, 59
use of monthly, 39
Streamflows, historical, see Hydrology,
data sources of inflow
System formed by physical components of
river basin, 10
Systems analysis
adaptive, 11
approach to water resources management, 9-16
goals of, 12
mathematical models in, 9, 11
multipurpose development, 14
operation of water resources systems, 14
phases of, 11
planning of water resources systems, 13
Τ
Tennessee Valley Authority (TVA), 8
Texas water system
network flow diagram of, 4
optimal planning, 34, 36, 67-68
projected supply-demand relationships,
4
schematic diagram of, 3